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contributor authorC. D. Bailey
date accessioned2017-05-08T22:59:59Z
date available2017-05-08T22:59:59Z
date copyrightDecember, 1976
date issued1976
identifier issn0021-8936
identifier otherJAMCAV-26065#684_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/88244
description abstractThe theory of Ritz is applied to the equation that Hamilton called the “Law of Varying Action.” Direct analytical solutions are obtained for the transient motion of beams, both conservative and nonconservative. The results achieved are compared to exact solutions obtained by the use of rigorously exact free-vibration modes in the differential equations of Lagrange and to an approximate solution obtained through the application of Gurtin’s principles for linear elastodynamics. A brief discussion of Hamilton’s law and Hamilton’s principle is followed by examples of results for both free-free and cantilever beams with various loadings.
publisherThe American Society of Mechanical Engineers (ASME)
titleHamilton, Ritz, and Elastodynamics
typeJournal Paper
journal volume43
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3423956
journal fristpage684
journal lastpage688
identifier eissn1528-9036
keywordsElastodynamics
keywordsEquations
keywordsFree vibrations
keywordsCantilever beams
keywordsMotion
keywordsHamilton's principle AND Differential equations
treeJournal of Applied Mechanics:;1976:;volume( 043 ):;issue: 004
contenttypeFulltext


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